3446NOTE:
r` With proper validation i
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
i
#r
05/09/01 Subdivision Improvement Permit— Class III
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION SOUTH EAST CORNER OF WASHINGTON STREET AND 47th AVENUE `
-TQ.AC."f Z96F)9
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION ONCE COMPLEX Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION FRAME CONSTRUCTION
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 06/01/01
(see attached condtions)
APPROXIMATE TIME OF COMPLETION 07/15101
ESTIMATED CONSTRUCTION COST $ ***530.52 L.00***
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend, and save the)City, its authorized agems, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of he City of
La Quinta and to pay for any additional replacement necessary as the result of4this work.
gnature of Applicant or Agent
VC nF,RMOTT xNT. P.O. BOX 163 PALM DESERT, CA (760) 346-0745
Name of Applicant (please print) Business Address ggpp Telephone No.
COLTN McDFRMOTT. GONZOLO GUZMAN H98) 9$1-9716
Name of Contractor and Job Foreman
Business Address
Telephone No.
Contractor's License No. - City Business License ,No. — - �- -
RA�Ilf►Sfifi , I '�1 c 1 `II 1
Applicant's Insurance Company Policy Number ;'—__.
FEES: Subdivision Improvement Permit — Class I I I IUD =� _2W
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 15,915.63 II
Permit Fee
100.00
Penalty
Cash Deposit -Surety Bond I
y2 O.bpif required (Plan Check)—.00 cx
TOTAL: $ "63' i3�?lGci,(a�j
Receipt No
Received by
Recorded by
Date
.�
PERMIT VALIDATION
PERMIT NO. 3446
DATE APPROVED 05/11101
EXPIRATION DATE 11/11/01
DATE S ED 05 11/O1
By
F.aoui Martinez A inistrative Authority
Telephone: (760) 777-7075
---,5•---�------- _ -------------------- --
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
�� Subdivision Improvement Permit— Class III
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION - S • 6X Av CI G`-%tS/, VY—X 517•f4 e—
(Street address of Description of Location)
PURPOSE OF CONSTRUCTION
�"��'A)e'
`-DESCRIPTION OF CONSTRUCTION
.5
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
/— APPROXIMATE TIME WHEN WORK WILL BEGIN Tv�c
Sketch (attach construction plans if appropriate)
,, I:C ,\TTA 1N cP Co�1j7/7(n� S
APPROXIMATE TIME OF COMPLETION
xESTIMATED CONSTRUCTION COST $ s 52 f
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify,'defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the pe t and all applicable rules and regulations oft City of
La Quinta and to pay for any additional replacement necessary as -the resul o this work. / n 11�
Z
Signature of Applicant or Agent
0 lei
,)t,
Name of Applicant (please print)
�a_G ice/ ��`JeiCw° ��
�6•t,z o/
t usiness Address
� 4 Al
Telephone No.
VeZ r77 c
Name of Contractor and Job Fore an
Contractor's License No.
Business Address Telephone No.
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3%of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 9 S 3
Permit Fee e7 v. -
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ If %�'. 5 �5 • L 3
Receipt No.
Received by
Recorded by
Date
PERMIT 'VALIDATION
PERMIT NO. 3 44 Co
DATE APPROVED 5 2 "
EXPIRATION DATE I �/ O
DATE ISSUED S / D
By
Telephone: (760) 777-7075
istrative Authority
C-
The following General and Special Provisions are attached to and made a part of Permit No. J.
GENERAL PROVISIONS'
The following shall always apply.
ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of
way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to
secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to
protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing
pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quinta shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2') of A.C.
surfacing plus appropriate seal cost as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the
City Engineer or Ls Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and
concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes
necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work.
Drainage structures and open drains shall be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall' be removed from the -right
of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and *compaction.
Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed
prior to paving. Water Ranker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used
immediately after backfill.
DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary..
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for
any length of time, permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
nR NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
U'TnM CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way
authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing
substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee.
3 1 1TTELM CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with inches of A.C. paving placed on inches of class _ aggregate subbase course having an 'R'
value of not less than and in conformance with City of La Quinta Road Improvement Standards and
Specifications, Ordinance 1461.
R'S PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall 'ba graded to a slope of
1/4 inch to one foot (11.
R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_feet) shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach sball be constructed in conformance with City of La Quints Standard #207.
Rg DRIVEWAYS: A.C. driveways shell be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on (`) of class aggregate base.
Driveway construction shall conform to attached drawing.
R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
RIO SOH. ST€REMER; The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with.the
manufacturer's specifications.
4( .
COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
La Quints may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quints forces to preclude delay or interference with State of City of La Quints projects.
12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to
these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified
upon completion or replacement of all survey monuments for proper project clearance.
13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method
of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best
facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of Ls Quints deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced
by an approved sand or gravel.
R16 BACE13LL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFTLL PLACEMENT: Backfill shall be applied. in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the
backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous.
R18 COMPACTION -JESTS: If so required by the inspector, compaction teats shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road: One (1) copy of each test shall be forwarded to the City Engineer for
approval and filed prior to making permanent repairs. Compaction testa shall be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
1.9 COMPACTION TESTS: If so required -by the inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
3�,2
TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the
placement of the temporary pavement exceed a five (5) day limit.
-�R 21 PERMANENT. PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2') of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class base shall be placed no later than days after completion of temporary road repair.
R2:2 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
2 3 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quints road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
4
Public Works/Engineering Department
78-495 Calle Tampico
La Quinta, CA 92253
(760) 777-7075
FAX (760) 777-7155
FACSIMILE TRANSMITTAL
To: MC DERMOTT ENTERPRISE FAX No:
ATTENTION: COLIN MC DERMOTT
From:
Date:
JAMES ROWE/ RAOUL MARTINEZ
AUGUST 3, 2001
;(760) 836-9020
FAX No. (760) 777-7155
Page 1 of 6
Comments: THELFOLLOWING PAGES ARE."SPECIAL CONDITONS" NOT GIVEN TO YOU
AT THE TIME YOU PAID FOR AND PICKED UP YOUR ENCROACHMENT PERMIT. SHOULD
YOU HAVE ANY QUESTIONS, PLEASE CONTACT RAOUL MARTINEZ.
THANK YOU
JAMES ROWE
If you did not receive all pages of this document, please call (760) 777- 7075
MAILING ADDRESS P.O. BOX 1504 LA QUINTA, CALIFORNIA 92253
T:\PWDEPT\DOCS\FORMS\FAXCOVR.WPD
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit— Class III
DATE: t'S/�`1/t�l. Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION
SOUTH EAST CC)TtNEs4't. OFHiASFi.1 P7C'lOb? S'.CRIag'C' AND 47 th AVENUE ,
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION OF IC�C CO YLEX
DESCRIPTION OF -CONSTRUCTION FRAME CONSTRUCTION
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 06/O1/U1
Sketch (attach construction plans if appropriate)
( ,re: a.t taclk d Got. dti.oi-Ls)
APPROXIMATE TIME OF COMPLETION 07/15/01
ESTIMATED CONSTRUCTION COST$ '**„530,521.00***
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend- and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of rthis work. j
�' �`
i i
`Signature of Applicant or Agent
;C DERMOTT ENT. P.O. BOX. 163 P&TLM DESERT, CA (76U) 346-0745
Name of Applicant (please print) Business Address (( Telephone No.
COf,`(N MeIiI�.F.MOTT, GONZOL t uUZKikN
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No. City Business Licensedyo.
R1,06,66 ,'•'1 li i
Applicant's Insurance Company Policy Number !--- --
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached 'scheduIe
Inspection Fee $ 15,915.63 II
Permit Fee 100.00
Penalty
Cash Deposit -Surety Bond -:I-/?- o-oG'
OA
if required (►Ta)a Ch&_ck)-1;,5k)J.00 c� �.
TOTAL:
Receipt No.
Received by Date
Recorded by
�,
PERMIT VALIDATION
PERMIT NO. 3446
DATE APPROVED 05/11/01
EXPIRATION DATE
11./11/01
DATE S ED 05 11/U1
By
Y4.0111 A inistrative Authority
Telephone: (760) 777-7075
SPECIAL CONDITIONS --PERMIT NO. 3446
--- McDERMOTT ENTERPRISES ---
In addition to the standard permit conditions, the following shall apply:
Pursuant. to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For
Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. McDermott Enterprises, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control. All areas shall be kept watered down daily including weekends.
Streets shall be kept clean. They shall be completely cleaned at the end'of each working day and
more frequently if required.
4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout
the work site, the Permittee shall comply with City regulated work hours. Operation and
maintenance of equipment within one-half mile of human occupancy shall be performed only during
the following time periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m.
- 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall
contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal
operation at the intersection is to be altered in any way.
6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private
street and for any damage to other City streets or facilities as a result of work performed under this
permit.
7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City
for review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Special Conditions - Permit No. 3446 Page 1 of 4
SPECIAL CONDITIONS --PERMIT NO. 3446
--- McDERMOTT ENTERPRISES ---
8.. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
street closures shall not be permitted. A minimum of one travel lane of paved surface shall be
maintained with flagmen at all times.
9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities; including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
10. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall
be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost
to the City of La Quinta.
11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest
edition of the Standard Specifications For Public Works Construction (S SPWC), except as otherwise
specified herein.
Native material may be used as backfill material provided that minimum compaction, achieved in
the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no
water densified compaction via jetting or flooding or other means shall be allowed. It shall be the
Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection,
onsite, at all times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. . When a firm foundation is not encountered due to soft, spongy or other unsuitable material,
such material shall be removed to the limits directed by the Geotechnical Inspector and/or the
City Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at an appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. ' The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the
depth of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall
be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift
thickness to be compacted for the remainder of the project.
Special Conditions - Permit No. 3446 Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO. 3446
--- McDERMOTT ENTERPRISES ---
F. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift
of backfill, per 300 linear feet of open trench, at randomly selected locations within the open
length of trench.
G. The depth of the randomly selected compaction tests shall also be randomly selected except
that where multiple tests. are required in a given length of trench, the tests shall be no closer
than three feet (vertically) from each other.
H. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
I. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all
test results shall be furnished to the City Inspector.
12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by, and to the satisfaction of
the City Engineer for the protection of "the public. Lengths of open trench shall not greatly exceed
that which can not be backfilled in the same day. Excavated trenches shall not be allowed open
overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet
in length, open overnight at a point where construction will begin the next day, provided that this
length of trench is completely covered by steel plating.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the
completion of the work. Permanent pavement replacement shall conform to the following
conditions: '
A. . Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges
shall be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker
than existing of asphalt concrete over the same existing thickness of crushed aggregate base
or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of
the Standard Specifications for Public Works Construction. The replaced pavement and base
material shall be compacted to 95% relative compaction and respectively tested, for each 300
linear feet of trench. Verify exact structural replacement section thicknesses with the City
prior to installation.
Special Conditions - Permit No. 3446 Page 3 of 4
SPECIAL CONDITIONS --PERMIT NO. 3446
--- McDERMOTT ENTERPRISES ---
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City approved '/2" max medium finish course lift
for capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during
the trenching operation located adjacent to the trench sawcut shall be cold -milled to a depth
of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -
milled area and base asphalt concrete in the trench area shall be overlaid with a City approved
C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall. be as follows:
• For longitudinal trenches located in a parking lane: two (2) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: two (2) feet outside the sawcut
removal lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal
lines.
E. If grinding and capping operations are not performed in the same day as base paving
operations, the base course' lift of 3/4" max medium asphalt concrete shall be installed from
saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of
paving shall not be left 0.10' low in anticipation of grinding and capping.
F. Any existing lane striping affected by this resurfacing shall be replaced in kind by the
Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal
loops shall be removed and replaced in kind. The finished pavement surface shall be smooth,
consistent, and shall conform to the surrounding grades.
16. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work
performed under this permit with an approved dust control treatment. Soil stabilization shall be done
immediately after completing the operation.
17. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three,(3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically
grants permission to use the street to deliver street. construction materials and/or equipment.
18. This permit allows for the rough grading per the approved plans, Tract 29889. This work is located
at the south east corner of Washington Street and Ave. 47.
19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Permit No. 3446 Page 4 of 4
■ Complete items 1, 2, and 3. Also complete A. Si nature
item 4 if Restricted Delivery is desired. J ❑ Agent
■ Print your name and address on the reverse ❑ Addressee
so that we can return the Card to you. B. eceived b (Printed Name) C. Date of Delivery
■ Attach this card to the back of the mailpiece, G^
or on the front if space permits. --J re UZ
D. Is delivery address different from item 17 ❑ Ye
1. Article Addressed to: �+ 4 b If YES, enter delivery address below: ❑ No
3. Service Type
ified Mail ❑ Express Mail
Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number �D6 ���� ��'�90,
(Transfer from service label) , ,r
I
PS Form 3811, August 2001 Domestic Return Receipt 102595-02-M-0835
I
UNITED STATES POSTAL SERMFA
rsT- a(a—R— }ail----
Pos"Tage & Fees -Pa
�CUSPS"—�-- -
`~ y.P_ermitsNo,-G-10.....-
• Sender: Please pri AOB"n e, address and ZIRt4 ir.ilhis box •
llt•i 111 illil Pi 11 t'II111111/1-11111III11IIIi 1Ili.i111111 U lilt III
Sh,rj^g Brighter Than
P.O. Box 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
MCDERMOTT ENTERPRISES
PO BOX 163
PALM DESERT CA 92260
(760) 777-7000
FAX (760) 777-7101
May 30, 2002
Re: PERMIT 3446 - PARCEL MAP 29889 PALM DESERT NATIONAL BANK OFFICE
COMPLEX FRAME CONSTRUCTION ONLY AS PER APPROVED PLANS
MCDERMOTT ENTERPRISES:
Encroachment permit number 3446 has expired as of 05/30/2002. In order to avoid the
issuance of a "Stop Work Order" please renew this permit with in the next 10 (ten) days.
The renewal fee as per City Council Resolution 96-27, states:
Encroachment Permit — renewal of expired permit
$100.00 plus 10% of original fee for each year the
permit has been expired
ORIGINAL PERMIT FEE
10 %
EXPIRATION PENALTY
FOR EACH YEAR PERMIT
HAS BEEN EXPIRED
$13, 765.63
$1,376.56
$ 100.00
RENEWAL AMOUNT DUE: $1,476.56
If you have any questions or need additional information, please call (760)
775-7075.
Sincerely,
Jesse Jimenez, Counter Technician
Public Works Department
Cc: Steve Speer, Senior Engineer — Pubic Works Department
Raoul Martinez, Assistant Engineer II— Pubic Works Deparnmro
Howard Compton, Inspector — Pubic Works DepaMent
Elden Sn*h. Inspector — Pubic Works DepaNrera
P.O. Box 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
(760) 777-7000
FAX (760) 777-7101
May 30, 2002
ROBERT RICHERT
50-305 HIGHWAY 111
COACHELLA CA' 92236
Re: PERMIT 3602 -INSTALLATION OF DRY WELL AT 78-988 HIGHWAY 111
(JIFFY LUBE PARKING LOT)
ROBERT RICHERT :
Encroachment permit number has expired as of 05/19/2002. In order to avoid the
issuance of a "Stop Work Order" please renew this permit with in the next 10 (ten) days.
The renewal fee as per City Council Resolution 96-27, states:
Encroachment Permit - renewal of expired permit
$100.00 plus 10% of original flee for each year the
permit has been expired
ORIGINAL PERMIT FEE
10 %
-EXPIRATION PENALTY
FOR EACH YEAR PERMIT
HAS BEEN EXPIRED
150.00
15.00
$100.00
RENEWAL AMOUNT DUE: 115.00
If you have any questions or need additional information, please call (760)
775-7075.
Sincerely,
aiessefjimenez,'Counter Technician
Public Works Department
Cc: Store Speer. Senior Engineer —Pubic Waft Deperhoerd
Raoul Maftwx AsslcMrrl Errgtrreer II — Pubic Wods Depadmoot
Howard Corrptoo, Inspector— Pubic Works Departmem
Elden SuAk Inspector— Pubic Worla Depertrrere
u
+!" .Ro �+ y p�-4'+ pt•, ik-'i )';a.i?t \�"! ,•'�%• .5` 1y:rt.r A..O', iy+<.St -aEc.�. +*477
I _
Earth Systems
rWam? Southwest
79-811 B Country Club Drive
Bermuda Dunes, CA 92201 • (760) 345-1588
Client Name _
Client Address
Client Phone
-'
DATE _ JOB NO.
PROJECT
Q 4,01=fSS ro.-joc 2,4
LOCATION /fi
N i 4
CONTRACTOR OWNER
WEATHER TEMP Oat AM
Oat PM
PRESENT AT SITE
TEST
NUMBER
A) Ofr
(� C
`J
LOT
NUMBER
ELEVATION
FIELD TESTING
REFERENCE CURVE
MOISTURE
CONTENT
%
DRY
DENSITY
Ibs/cu. ft.
MAXIMUM
DRY
DENSITY
%
MAXIMUM
,DRY
DENSITY
Ibs/cu. ft.
OPTIMUM
MOISTURE
CONTENT
%
� ry�
1390
3 a
(li-nt
l
I v,Ao
b
.$
)33.5
/
it'll
I'll
G
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1
REMARKS: �rLrI.1 V t� ,�� Ic�c IFFI�V(, 1� t) �i O 1 (. A M LE A.. ac \
f c> Q n c -0 S IT E S. W �'C t.� Q S �� n�.'" 7 R.C�c-r c-, RL
S v W K. cc� o i (L a ✓L- Q .f c) U F—
or,
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CLIENT REPRESENTATIVE SIGNATURE
BD-FS-00 0/98)
FIELD REPORT
ECHNICIANS SIGNATURE
9497
1, j
.CD
C)
May 1, 2002 ; d
ov- t /D-H&HO
p.I
Dateland t
La Quints,
Attention:
Project:
Subject:
We intend to pro,
Sieve
Size
% Used f'>
3/4"
3/8"
No. 4
No. 8
No. 16
No. 30
No. 50
No. 100
No. 200
PERCENT OIL (L
TYPE OF OIL:
PLANT LOCATI(
AGGREGATE SC
SAND'EQU1VALl
STABILITY:
AIR VOIDS:
This mix design is
any questions regal
Respectfully Subm
GRANITE CONSI
GRAniTE
consmurnan
compRny SINCE
lim
AcDermott Construction i
We 47 & Washington
,a Quinta, California
ISPWC,Section 400 (Tentatiive) Asphalt Concrete Mix Design Submittal
2.5 mm (1/2") Type WA A.;C., Class
C-3
PRODUCT CODE: T13A44MM
de 12.5 mrri (l /2asphalt c�ncrete that
conforms
to the following criteria:
14" 1/2" 3/8" Sand #1 Sand #2
Total Va uet S$PWC
e 400-4.3
0 15 25. . . 60 0
100 Ran a Acce " t. Vai.
100 100 ; 100 100
100
100
100 100 I100 100
100
100
100 100 1100 100
100
100
78 100 1100 100
97
7(95-100; 94-100
25. 100 ; 100 100
89
89(80-95) 84-94
2 15 ' 98 98
63
63(54-71) 57-69
1 4 ! 80 78
49
49(38-54) 43-54
3 ; 58 35
36
1 40 9
24
24(17-32) 19-29
25 3
15
15 1
9
10 0
I
6.0
6(3-8) 4-8
y weight):;
5.5% 5.0-6.0%
j
AR 4000
J:
Indio, Ca
IRCE: i
i
Indio, Ca. (91-33-0030)
i
4T: /
55
!
39
4.5
on plant cold feed gradations, extracted gradations
may be different. If there are
ggd this mix design, please contact the undersigned.
�e, I
.UCTION CO
R. Layn ichms
Quality Control Man ger
Approved By: F,
After Approval Distri ution
i
Date :
1. Main Job File. 2. Materials Disnatch
Southern California Region
38000 Monroe St.
Indio, CA 92203
Phone 760/775-7500
caY 70N77a 07•17
4�
nay ui ue u!j:ur;a
May 1, 2002
Dateland C
La Quinta,
Attention:
Project:
Subject:
Granite Conzt Co.
Jim ' J
760-775-8280 p.1
fin niT
tonsmucinon
Company 1y zE
McDermott Construction
Ave 47 & Washington
La Quinta, California
SSPWC Section 400 (Tentative) Asphalt Concrete Mix Design Submittal
MODIFIED' WTrH 314" AGGREGATEo
12.5 mm (l%2") Type ILIA A. C., Class C-3 PRODUCT CODE: T13A44MM .
We intend to provide
12.5 min (1/2") asphalt concrete. that conforms to the following criteria:
Sieve
Target
SSPWC
Size
3/4" 1/2"
3/8"
Sand #1
Sand #2
Total Value
400-4.3
% Used
.3 12
25
60
0
100 (Range)
Acre t. Val.
1.5"
100 100
100
100
100
100
100
1.0"
100 100
100
100
100
100
100
3/4"
85 100
100
100
100
100
100
1/7'
35 78
100
100
100 ..
95 95(95-100)
92-98
3/8"
14 25
100
100
100
88 88(80-95)
83-93
No.4
3 2
15
98
98
63 63(54-71)
57-69
No.8
1 1
4
80
78
49 49(38-54)
43-54
No.16
3
58
35
36
No.30
'1
40
9
24 24(17-32)
19-29
No.50
25
3
15
No. 100
15
1
9
No.200
10
0
6.0 6(3-8)
4-8
PERCENT OIL
y Weight):
5.5%
5.0-6.0%
TYPE OF OIL:
AR 4000
PLANT LOCAT
ON:
Indio, Ca
AGGREGATE S
URCE:
Indio, Co. (91-33-0030)
SAND EQUIVA
ENT:
55
STABILITY:
39
AIR VOIDS:
4.5
This mix design.
s based on plant
cold feed
gradations,
extracted gradations may be different. If there are
any questions rq
arding this mix design, please
contact the undersigned.
Rcspcctfully Sub
nitted,
K. Layne yacnm
Quality Control a
T
Approved By: , Date:—
After Approval istribution: 1. Main Job File, 2. Materials Dispatch
Southern California Region
36000 Monroe St.
Indio, CA 92203
Phone 760/775-7500
FAX 7Anh74.A777
r
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I
I Y.
a « Earth Systems
Southwest
79.811 B Country Club Drive
Bermuda Dunes, CA 92201 • (760) 345-1588
Client Name
Client Address
Client Phone
FIELD DAILY
dJ V
DATE JOB NO.
% '
PROJECT
LOCATION
L�a.
CONTRACTOR
OWNER
WEATHER
TEMP Oat AM
Oat PM
PRESENT AT SITE (v
O•e—i
TEST
NUMBER
6 c r 1-
LOT
NUMBER
ELEVATION
FIELD TESTING
REFERENCE CURVE
MOISTURE
CONTENT
%
DRY
DENSITY
Ibs/cu. ft.
MAXIMUM
DRY
DENSITY
%
MAXIMUM
DRY
DENSITY
Ibs/cu. ft.
OPTIMUM
MOISTURE
CONTENT
%
X '�mo
I1.'
MI.'
s
I
I
qI
'4�sf d�.�
I
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REMARKS: . �` 1 o, 1 0 {• t_ I Q3 f- i) 2 L If C)(.1-) ra r 60 i
vi I? QGug � �-J 'S 140. i � v/:t� ar �i ca. lk- �PGc4 a "'d �
LIMITATIONS: This report is to provide information regarding
corrective action, additional testing and or observations. No guar
report is subject to review by the project manager.
'�) st .
C x NT REPRESENTATIVE) SIGNATURE
BD-FS-001 (12/01)
field conditions and our opinion as to the need for
y=ofathe contractors work is made or implied. This
IANS SIGNATURE
NQ 13414
• 1
I._. ___ 1r �K.y lY� w _s.a1• _ • 15 • � . _ w .tc °.Mr
�;t t
Earth Systems
Southwest
79-811 B Country Club Drive
Bermuda Dunes, CA 92201 • (760) 345-1588
uoL y�
Client Name
Client Address
Client Phone
FIELD DAILY
DATE
_ JOB NO.
-i -0 L--oa.--
PROJECT
L
a
=res;a,.-
LOCATION
(.0"
-CONTRACTOR
OWNER
WEATHER
TEMP oat AM
oat PM
PRESENT�ATSITE
TEST
NUMBER
•••,,,,,,
+�
LOT
NUMBER
ELEVATION
FIELD TESTING
REFERENCE CURVE
MOISTURE
CONTENT
%
DRY
DENSITY
Ibstcu. ft.
MAXIMUM
DRY
DENSITY
%
MAXIMUM
DRY
DENSITY
Ibstcu. ft.
OPTIMUM
MOISTURE
CONTENT
%%
c/
l
c I i
w
REMARKS: O o = e7 4 A /) L�Ir 1'+,fa e o S I C, t- K-t
1
(.V Q /1 � S U l' �; � ►, s � 0 H Ai
C ca l l O C 5 t e Q1��iP �w7� r Q„/j
LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for
corrective action; additional testing and or observations. No guarantee or warranty of the contractors work is made or implied. This
report is subject to review by the p�rojectmanag�'°�-----�
CLIENT REPRESENTATIVE SIGNATURE TECHNICIANS SIGNATURE
BD -Fs (12/01) W 13574
•
f.
♦ .,,J�_r -.� e-... ,_ x. .�_..._ .. - .. � _ .. .,M+-�.., n... .._-elr _.,. .. ,-. -, a+...r/-, ... .3!'"i '€J:,. r'+'t-..._ �"Rr4r�V'.M ,,AIL yt •�'..'tt�..w �+tT .^'t :3`-.�. ,. xt.<'_'.e .s .._�1
3 :n.---•-��.. �yo...•--"qD�r-•�.-�....�v�-�..�-� "��e"'�c�.-.�r.�-.I--� ��••--.-}f^-r'� �r^��..�«=w..!`t•.,.�. _.,�„ .r,..,�j...�rv'^'-M-..-... �....-�--..'a-mow.+ !
+G�
Ar -�a .alp
,1. -Earth Systems
Southwest
79-811B Country Club Drive
Bermuda Dunes, CA 92201 ° (760) 345-1588
Client Name
Client Address
Client Phone
FIELD DAILY
DATE JOB NO.
l9rd
PROJECT
LOCATION
CONTRACTOR OWNER
1;4 T<. LA, i D
WEATHER TEMP Oat AM
oat PM
PRESENT AT SITE
TEST
NUMBER
�'� �✓ £--
LOT
NUMBER
ELEVATION
YIELD TESTING
REFERENCE CURVE
MOISTURE
CONTENT
%
DRY -
DENSITY
Ibs/cu. ft.
MAXIMUM
DRY
DENSITY
MAXIMUM
.DRY
DENSITY
Ibslcu. ft.
OPTIMUM
MOISTURE
CONTENT
%
(Ac
f . I
133•
9
i3�
7
�.3
uxtf
9
r
"
[r ] 1
t w
r �
REMARKS: KV vC—f> S $C rlE i)V t F-h x, x_xx6 ;-'>
�-f %?z;::11 ��i S IU
r
LIMITATIONS: This report is to provide information regarding the status of the field conditions and our opinion as to the need for
corrective action, additional testing and or observations. No guarantee or warranty of the contractors work is made or implied. This
report is subject to review by the project manager.
CLIENT REPRESENTATIVE SIGNATURE TECHNICIANS SIGNATURE
BD-FS-001 (12101) W 13492
Earth Systems Consultants
Southwest
1t 79-811 B Country Club Drive
' Bermuda Dunes, CA 92201 • (760) 345-1588
clo 6 ::-349'�,
Client Name
Client Address
Client Phone
DATE I
JOB NO.
PROJECT
I VfcJ �r►
LOCATION
UG)..,ItQ 1 14
CONTRACTOR
OWNER
WEATHER
TEMP oat AM
Oat PM
PRESENT AT SITE
TEST
NUMBER
r
I
LOT
NUMBER
....., .,
ELEVATION
FIELD TESTING
REFERENCE CURVE
MOISTURE
CONTENT
%
DRY
DENSITY
Ibs/cu. ft.
MAXIMUM
DRY
DENSITY
%
MAXIMUM
DRY
DENSITY
Ibs/cu. ft.
OPTIMUM
MOISTURE
CONTENT
% .
t
11 '
107'
165,
lob'
5-7
REMARKS: 5 M rJ Q_.A_ t S t o �F �..ac 5 �- `k-� ✓
c �" sec -F 1.a+J f- P,.� � f, L
c�
i / �' {/� r tic r _
r� . ✓ v L
�-FIELD REPORT
b
^1 CLI NT REPRESENTATIVE SIGNATURE TECHNICIANS SIGNATURE
� BD;FS•001 (10/98) Y
8014
CONSTF&TIOId ACTIVITY SUMMAY
YR 2 MO DATES: _ o thru WORK BY SPECIAL
PERMISSION
MON TUE WED THU FRI SAT SUN NITE
TEMPORARY
M RARY TRAFFIC CONTROL
'CONTROL
Onsite Measures
Track -out
0 WEEKLY INSPECTION REAT
PROJECT NAME 1rdCf P- 4d 8q
PERMIT NO. 3 Y716 PLAN SET NO.
DIN
INSPECTOR
DATE
JOURNAL OF NOTABLE ACTIVITY & ACTION
Ig ee e. ,
a7Z'tYo / �a i S e 7x�e �z yiol es pf, Vl lu e .3
NOTICE SUMMARY FOR THIS WEEK: (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION)
r i av 04102 Page 1 of 2
CONSTR%TION ACTIVITY SUMMRY
YR 26O MO DATES: 2!? thru Jr" WORK BY SPECIAL
PERMISSION
MON I TUE I WED I THU I FRI I SAT I SUN I NITE
'CONTROL
Onsite Measures
t
40 WEEKLY INSPECTION RE&T
PROJECT NAME
PERMIT NO, 3 Ll'% k PLAN SET NO.
DIN
INSPECTOR A/a w&rd 02c,-pl-7 677
DATE
JOURNAL OF NOTABLE ACTIVITY & ACTION
-29 02
tj-,31� 02
Sil ua /e4
IT 43a5 e 4- C, �i-)n a 0
•n e ,r2d e ro,z �fi C' la sg II-6as-�e
de6knl B/C 17,40u1
Reee A. C, 12gveigg6'r1.
I
NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION)
r 1 cv 04/02 Page 1 of 2
CONSTR1CTIOM ACTIVITY SUMM�RY
YR2A6ZMO y DATES: 2r-7 thru P,9 WORK BY SPECIAL
PERMISSION
MON TUE WED I THU FRI SAT I 'SUN I NITE
TEMPOR
ARY TR
AFFIC CON
TROL
Onsite Measures
implementation
Earth Moving: Cut & Fill
Fine Grading
Compaction Testing/ReF
STREET IMPROVEMENTS
C&G e
SUBGRADE
AGGREGATE BASE
AC - BASE LIFT
AC -CAP
STRIPING & SIGNS
TRAFFIC SIGNAL
Compaction Testing/Rep
Material Certifications
AC Design Mb(
WATER IMPROVEMENTS
MAINS
SERVICES
Compaction Testing/ReF
Material Certifications
SEWERIMPROVEMENTS
MAINS
LATERALS
Compaction Testing/F
Material Certifications
STORM DRAINS
MAINS
STRUCTURES
SANDFILTERS
Compaction Testing/F
Material Certifications
DRY UTILTIES
CONDUITS
STRUCTURES
Compaction Testing/F
Material Certifications
PERIMETER
F130 nnm)
WEEKLY INSPECTION REPORT
PROJECT NAME ? -/ l290 P9
PERMIT NO. 37 7 6 PLAN SET NO.
DIN //� /� j
INSPECTOR Z-2'Q W67 Y� ` 077I,J/a77
DATE
JOURNAL OF NOTABLE ACTIVITY & ACTION
cyl-
/771 e ra d e
C /a s J
z/.-�lS=U
ISor -1 C Q ss
%� rec� oss ui�eY
NOTICE SUMMARY FOR THIS WEEK
(INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION)
r i ou U4/U2 Page 1 of 2
CONSTkuCTION ACTIVITY SUMIV P%FIY
YR2j2d 2 MO AV DATES: 22 thru WORK BY SPECIAL
PERMISSION
MON I TUE I WED I THU I FRI SAT I SUN I NITE
tEET IMPROVEMENTS
C&G
SUBGRADE
AGGREGATE BASE
AC - BASE LIFT
AC - CAP
STRIPING & SIGNS
TRAFFIC SIGNAL
Compaction Testing/F
Material Certifications
AC Design Mix
TER IMPROVEMENTS
MAINS
SERVICES
Compaction Testing/F
Material Certifications
NERIMPROVEMENTS
MAINS
LATERALS
STRUCTURES
Compaction Testing/F
Material Certifications
)RM DRAINS
MAINS
STRUCTURES
SANDFILTERS
DRY UTILTIES
CONDUITS
STRUCTURES
MEDIAN
PERIMETER
F130 04M9
CONSTROTION ACTIVITY SUMMAO
YR MO DATES: thru WORK BY SPECIAL
PERMISSION
MON I TUE I WED I THU I FRI I SAT I SUN I NITE
Onsite Measures
Track -out
Clearing & Grubbing
Earth Moving: Cut & Fill
Fine Grading
Compaction Testing/Rep
1EETIMPROVEMENTS
C&G
SUBGRADE
AGGREGATE BASE
AC - BASE LIFT
AC -CAP
STRIPING & SIGNS
TRAFFIC SIGNAL
Compaction Testing/Rep
Material Certifications
AC Design Ma
TER IMPROVEMENTS
MAINS
SERVICES
Compaction Testing/Rep
Material Certifications
NER IMPROVEMENTS
MAINS
LATERALS
Material Certifications
tM DRAINS
MAINS
STRUCTURES
SANDFILTERS
ONEEKLY INSPECTION REP
PROJECT NAME � 2 940c DIN
PERMIT NO. Sy. 1/' � PLAN SET NO.
INSPECTOR HDulaycd ( a7721Qf-0?i
DATE
JOURNAL OF NOTABLE ACTIVITY & ACTION
8 D2
7-9 U2
%// U2
Can pf, &i, Foyri?/7 C)z
/ f YG c3 171 v , O L,- l H C 6 lrci I
s / c� �� 77 7� s� 19, Qyl< G � J ;° r d c;el J-1
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SA f cIusf e.07-717-61C- Yc 7;lovee4iyf'
a�f k ► u G adt fcar S cl d �` v Sy L) tl'e7r
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Su r d ozg4oz7e4--. od-
NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION)
r iou U4/UZ I Page 1 of 2
CONSTR*TION ACTIVITY SUMMAW
YR Q2 MO _^ DATES: 16 thru 19. WORK BY SPECIAL
PERMISSION
MON I TUE I WED I THU I FRI SAT I SUN I NITE
DUST CONTROL
Onsite Measures
Track -out
ING
Clearing & Grubbing
Earth Moving: Cut & Fill
Fine Gradina
ONEEKLY INSPECTION REP
PROJECT NAME rlga 2 g649 9
PERMIT NO. 3 LI 1l: G PLAN SET NO.
DIN
INSPECTOR XXQ1.0 9Yd Co-7-n10 �d71
DATE
JOURNAL OF NOTABLE ACTIVITY & ACTION
7 /� D2
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NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION)
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CONSTRION ACTIVITY SUMMAW
YR MO �_ DATES: e a
thru
I
WORK BY SPECIAL
PERMISSION
MONJ
TUE
I WED
THU
I FRI
SAT
I SUN I
NITE
DUST CONTROL
Onsite Measures
Track -out
implementation
GRADING
Clearing & Grubbing
Earth Moving: Cut &
Fine Gradina
STREET IMPROVEMENTS
C&G
SUBGRADE
AGGREGATE BASE
AC - BASE LIFT
AC -CAP
STRIPING & SIGNS
TRAFFIC SIGNAL
Compaction Testing/R
Material Certifications
AC Design Ma
WATERIMPROVEMENTS
MAINS
Material Certib
ER IMPROVEM
MAINS
LATERALS
STRUCTURES
� OVEEKLY INSPECTION REPO
PROJECT NAME �9;70-4 -A�2 9D2a 9
PERMIT NO.343�� PLAN SET NO.
DIN /
INSPECTOR�� W-TC (0717%J/b71
DATE
JOURNAL OF NOTABLE ACTIVITY & ACTION
0 Z Y
i
n
o c?n,d
We. u V- s ,c to was "I y fors -9-
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NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION)
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f'oY
- CONSTRION ACTIVITY SUMMA0
YR MO DATES: thru WORK BY SPECIAL
PERMISSION
MON I TUE I WED I THU I FRI SAT I SUN I NITE
(CONTROL
Onsite Measures
Track -out
Clearing & Grubbing
Earth Moving: Cut & Fill
Fine Grading
Compaction Testing/Rep
2EETIMPROVEMENTS
C&G
SUBGRADE
AGGREGATE BASE
AC - BASE LIFT
AC -CAP
STRIPING & SIGNS
TRAFFIC SIGNAL
Compaction Testing/Rep
Material Certifications
AC Design Mbc
TER IMPROVEMENTS
MAINS
SERVICES
Compaction Testing/Rep
Material Certifications
NERIMPROVEMENTS
MAINS
LATERALS
STRUCTURES
Compaction Testing/Rep
Material Certifications
)RM DRAINS
MAINS
STRUCTURES
SANDFILTERS
UTILTIES
CONDUITS
STRUCTURES
Compaction Testing/F
Material Certifications
PERIMETER
Page 2 of 2
ONEEKLY INSPECTION REPC&
PROJECT NAME
PERMIT NO. �'`t� PLAN SET NO.
DIN
DATE
JOURNAL OF NOTABLE ACTIVITY & ACTION
o '1;02a�r�>
I
bi ME
�
w a/ 6k l; 7a -u,.� a
w / /,c,.
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NOTICE SUMMARY FOR THIS WEEK (INDICATE ONLY DATE & TYPE OF NOTICE ISSUED IN THIS SECTION)
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